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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC CHINCHURIA JAMURIA KENDA 713378 WEST BENGAL INDIA | KENDA | PASCHIM BARDHAMAN | WEST BENGAL | 713378 | ₹36.1 L | L1 | Accepted-AOC As per TCM |
| 2 | L2₹39.6 L+₹3.4 L (9.51%)Rejected-Finance VILL KHOTTADIHI P O KHOTTADIHI P S PANDAVESWAR DIST PASCHIM BARDHAMAN 713378 | KHOTTADIHI | PASCHIM BARDHAMAN | WEST BENGAL | 713378 | ₹39.6 L+₹3.4 L (9.51%) | L2 | Rejected-Finance as PER TCM |
| 3 | L3₹42.3 L+₹6.1 L (17.0%)Rejected-Finance AT NORTH AJOY JAMBAD COLLIERY P O PARASEA DIST PASCHIM BARDHAMAN WEST BENGAL 713384 | PASCHIM BARDHAMAN | PASCHIM BURDWAN | WEST BENGAL | 713338 | ₹42.3 L+₹6.1 L (17.0%) | L3 | Rejected-Finance as PER TCM |
| 4 | L4₹46.1 L+₹9.9 L (27.5%)Rejected-Finance | ₹46.1 L+₹9.9 L (27.5%) | L4 | Rejected-Finance as PER TCM |
| 5 | Rejected-Technical KALYANPUR HOUSING ESTATE DIST PASCHIM BARDHAMAN PIN 713305 | PASCHIM BARDHAMAN | WEST BENGAL | 713305 | - | - | Rejected-Technical as per TCR |
Tender Value
₹54.2 L
EMD Value
₹67,800
Closing Date
4 May 2026, 6:00 pmClosed
Area Engineer Civil
GM Office, Sonepur Bazari Area
Construction of peripheral main drain at Old VN Colony under Sonepur Bazari Area
2026_ECL_358417_1
GM/SBA/CE/e-Tender/26-27/01 Dated 16-04-2026
Open Tender
Civil Works - Others
Percentage
120 days
Sonepur Bazari Area
As per NIT
5 documents required · 5 mandatory
₹67,800
12 Sept 2026
17 Apr 2026
5 May 2026
17 Apr 2026
4 May 2026
18 Apr 2026
17 Apr 2026 - 27 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of peripheral main drain at Old VN Colony under Sonepur Bazari Area. | - | - | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | - | cum | - | - |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 0.8 | cum | - | - |
| - | P/L in position cement concrete of specified grade excluding the Cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| - | P/L in position specified grade of reinforced cement concrete, excluding the Cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.2 | cum | - | - |
| - | P/F at or near ground level
precast cement concrete in kerbs, edgings etc. as
per approved pattern and setting in position with
cement mortar 1:3 (1 Cement : 3 coarse sand),
including the Cost of required centering, shuttering
complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from
natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars | - | kg | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 0.4 | sqm | - | - |
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